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A <br /> .+ c <br /> m £oHH�Eee UST w i <br /> MW-1 cp H n <br /> MIY-7 d <br /> CPT-1 PI MW-4 <br /> 0 0 qdd <br /> G > S <br /> V q 8 0 <br /> °o t�H 10 10 °i rUi &H o <br /> .' 20 20 c a <br /> wi - - HHN K <br /> ea <br /> 30 _ .�\ 30 <br /> HUe Hue Hue <br /> Bus . . _ . _ . . . . 44. . F, <br /> Ve <br /> zAw <br /> \ HU5 H 3 Cox " <br /> HUs 50 . . 50 E [q a <br /> . .. . . . . .. . . U) UZ <br /> 60 HU4 s . . . 60 q A U <br /> H„4 H 4 z <br /> Hu4 / p 6 P` O <br /> 70 Sus 70. . x O EE�. <br /> U Z En <br /> HUe. Hus mIs q W U <br /> 60 �� 39.76' �� U � 30 <br /> Id'S5' 60 O N <br /> �' 27.47' 25.62' <br /> LEGEND <br /> CLAY, SILTY CLAY, CLAYEY SILT <br /> SCREENED INTERVAL OF WELL <br /> FINE SANDY SILT, SILT SILT with CLAY I <br /> TOTAL DEPTH OF BORING <br /> SILTY FINE SAND, POORLY GRADED FINE- to 111 <br /> COARSE—GRAINED SAND (grain size increases with depth), = DEPTH TO GROUND WATER: 09-24-04 <br /> CEMENTED SAND <br /> APPROXIMATE LTTHOLOGIC CONTACT <br /> BACKFILL GEOLOGIC CROSS—SECTION EXTENT <br />